RF-08-235Inspection Date: 04/11/2008
Inspector: Grande, Claudio
Owner: GRAFE, JENS
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Job Address: 253 99 Street NE
Miami Shores, FL 33138-
Project: <NONE>
Contractor: ISAACS ROOFING & INSULATION CORP
Block:
Permit Type: Roof
Inspection Type: Final Roof
Work Classification: Roof - New
Phone Number
Parcel Number 1132060134560
Lot:
Phone: (305)234 -5234
Building Department Com
RE -ROOF TILE TO TILE FLAT TO FLAT
0.' k'll•
Passed
Inspector Comments
CC
Failed
Correction
Needed
Re- Inspection
Fee
($75)
No Additional Inspections can be scheduled
re- inspection fee is paid.
until
Thursday, April 10, 2008
Page 2 of 2
F.LE,
FLORIDA INTERNATIONAL
ENGINEERING & TESTING LAB
I N S I G HT• I N N O VATI O N• I NTEG RAT I O N
Nu 1194
16701 Southwest 117th Avenue • Miami, Florida. 33177
Phone: (305) 378 -1991 • Fax: (305) 378 -1997
ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN
FULL ACCORDANCE WITH MIAMI —DADE BUILDING CODE COMPLIANCE PROTOCOL TAS 106
Owner's Name:
Job Address:
Roofing Contractor:
Type of Tile
SITE SPECIFIC INFORMATION
?-04. Permit # Z ()S- 23-5-
ILls r'R 1 Li 1444 l
Approximate Roof Height: 2-4 feet c Cc p.-• 3° c2-
Type of Access to Roof: Scaffolds , Ladder Other
Approximate Square Footage of Roof: k l 4 0 0 ft2
Required Testing Force: 35 lbs. Testing Equipment: F.G.E. 100X, Shimpo Instrument
Date: ? -® g
TEST RESULTS
P =PASS,F =FAIL
u
1
2
Test man
26
27
Teat Limon
t•i
51
76
52
77
3
28
53
78
4
29
54
79
5
30
55
80
6
31
56
81
7
32
57
82
8
33
58
83
9
34
59
84
10
35
60
85
11
38
61
86
12
37
37
62
87
13
38
38
63
88
14
39
39
64
89
15
40
40
65
90
16
41
41
66
91
17
42
42
67
92
18
43
43
68
19
44
4
69
20
45
21
46
70
95
71
22
47
72
97
23
73
98
24
49
74
99
25
50
75
100
IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPUFT QUALITY CONTROL TEST.
RESPECTFULLY SUBMITTED BY:
- 4-i,s
Vinayagar M. Balalvishnan V. P. E. Lic# 63107
Miami -Dade Lab Certification # 07- 0612.11
State of FL Certificate of Authorization # 27273
SJSetch of Roof
IobV-3-1* 1041
c
contrackeaay tor
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Weideu S6 ed View
'14 Volemeat
10050 NE 2nd Ave
Miami Shores, Fl 33138
Phone 305-795-2204; Fax 305-756-8972
www.miamishoresvillage.com
HOLD HARMLESS
PROPERTY LOCATED AT: 253 ' J
As
Permit number ' - off, z S .
Issued to '-rc ;,�7
DATE: z•ZZ'.8.
license contractor of subject property,
agree to hold Miami Shores Village, its agents and authorized personnel harmless and relieve them from
any responsibility or liability for any legal action or damage, cost or expense (including attorney's fee)
resulting from missed inspection of the above mention permit. I furthermore assume responsibility for the
correction, if required, of work performed under the above permit.
■
Type of inspection missed C
(Prime Contractor - qualifier)
State of Florida
County of Dade:
4 /4f',n1 Z.
(Print Name)
The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above
property mentioned.
Sworn to and subscribed before me this ae2/
Notary Public, Sate of Florida at Large
tn1b� �t r0r.(iJDG
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
BUILDING
PERMIT APPLICATION
FBC 2004
ih.1 FEB
BY: V °
Permit No. R06-09-1M
Master Permit No.
Permit Type (circle): Building Electrical Plumbing Mechanical
Owner's Name (Fee Simple Titleholder) .1 N Phone #
Owner's Address 25 _2, Ny..C. Cict ST.
City f ;A. Nex'
4,V t (n o Qx5 State ( .
Tenant/Lessee Name
Zip
Job Address (where the work is being done) 2 S i C eqct ST •
City Miami Shores Village County Miami -Dade
FOLIO / PARCEL #
Is Building Historically Designated YES NO
Contractor's Company Name rci
Contractor's z �s Address q t . c ) 1 S-1 ST
City r v 1° yyt State / Zip 33/ S
Qualifier Name 414, 670,3 2.4 LC2 Phone #
State Certificate or Registration No. C 2.5 5 5 CP Certificate of Competency No-
Phone #
Zip
Phone # 5OS ° 2 ?)4 '5 2 34
Architect/Engineer's Name (if applicable)
Phone #
Value of Work For this Permit $ 30) 7oO Square / Linear Footage Of Work:
Type of Work: DAddition
Describe Work:
DAlteration
3000
New, pair/Repiace ❑ Demolition
C ! A-T ?o T
********* * * * * * * * * * * * ****** ** ** ** ** ** * **F ,*************** **** *** * * *** ** * ** * *,* * * * *** * **
Submittal Fee $ Permit Fee $ 06 ()--q" CCF $ ! '(e CO /CC'
Notary $ — Training/Education Fee $ rQ • Technology Fee $ • 30
Scanning $ '00 Radon $ DPBR $ Zoning $
Bond $ Code Enforcement $ Double Fee $
Structural Review. $ Total Fee Now Due $ 344 .50
See Reverse side –+
Bonding Company's Name (if applicable)
Bonding Company's Address.
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS. and AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING " TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with ctn estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged
Signature
Contractor
The forego'ninstrument was acrkno ged a me t%j The forego' g instrument was acknowl
day of � "" 20 C by \ -i � I'�t T.�,. day or ha 2048), by
who is personally known to me or who has produced who is
ed before
Y, �.
7
me or who has produced
As identification and who did take an oath. as identification and who did take an oath.
NOTARY PUBLIC: • Cot ®- t.t2, c'7 • 9'3 • 11/
rit_ Commission #DD362874
.ices; OCT. 14, 2008
Mtn titietiftgaiplita**
APPLICATION APPROVED BY:
(Revised 02/08/06)
NOTARY PUBLIC:
S
Print:
My Co
.9, • - •
-STATE OF FLORIDA
II Ed
sion Expires: Commicsion #DD362874
********************************** ' .3rA4111- *P, k*14„ti2008
Bonded Thru Atlantic Bonding Co., Inc,
Plans Examiner
Engineer
Zoning
NOTICE OF COMMENCEMENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FlRST INSPECTION
PERMIT NO. TAX FOUO NO.
STATE OF FLORIDA:
COUNTY OF MIAMI -DADE:
THE UNDERSIGNED hereby gives notice that improvements will be made to certain real
property, and in accordance with Chapter 713, Florida Statutes, the following information
is provided in this Notice of Commencement.
111111111111 1111 11111 111111111111111111 6 II1
OR 8k 26210 Ps 3331► tips)
RECORDED 02/12/2008 10:40:00
HARVEY RUVINv CLERK OF COURT
MIAMI -CDADE COUNTY, FLORIDA
LAST PAGE
1. Legal description of property and street/address: 253 laz ce sr.
11� ►� A rs.1 SCt am.S',
2. Description of improvement: ..£ -'200 1. VC. "C-t. ■7 C- C c1,4T Z>a PIA?
3. Owner(s) name and address: .. t• S GR-kcG
253 +)t qq s .
'A At; Slnha2S
Name and address of fee simple titleholder:
Interest in property:
4. Contractor's name and address; ..-S c.
3c..) l 'Z ST.
uired by owner from contFai�to �fFf
q DA, COLN, V OF DADE
HEREBY CERTIFY that this is a copy of the
2
5. Surety: (Payment bond r
Name and address:
Amount of bond $
6. Lender's name and address:
Sri
os office on
HARV
7. Persons within the state of Florida designated by Obi
provided by Section 713.13(1)(a)7., Florida Statutes,
Name and address: 1
• • • m . ►ces ot er documents may served as
Id—
8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided
in Section 713.13(1)(b), Florida Statutes.
Name and address:
9. Expiration date of this Notice of Commencement: (the expiration
different date is specified)
aturp Own
Sj�-
date is 1 year from the date of recording unless a
61,16 --Y3 I- 4!3"- toga —D
Print Owner's Name % let / M �,, 6R.
4L
Sworn to and subscribed before me this day of
Notary Publ
Print Notary's Name
My commission expires:
Prepared by QL►.;IS I a2A. -kZ-
0
4e7
Address: Sc) qi z ci 5 A 1S-7 S.
0;4 a-a ;1 .0 3 3 ism
- ?23.09 -52 PAGE 4 5/05
anus
Commission #DD362874
Expires: OCT. 14, 2008
Bonded Thru Adaatic Bonding Co., Inc.
A C ORD CERTIFICATE
OF PROPERTY
Fl Lic A120671 Serial #: 5885
DATE (MM/DDIYY)
INSURANCE 02/06/2008
rM
PRODUCER Mark S Hoerber
COMPREHENSIVE INS UNDERWRITERS
990 NE 92ND STREET
MIAMI 92ND S R E313 &2911
305 - 759 -0005 FAX 305 - 759 -1777
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
COMPANIES AFFORDING COVERAGE
COMPANY UNDERWRITERS @ LLOYD'S, LONDON
INSURED
GRAFE
COMPANY
B
JENS GRAFE
COMPANY
c
253 NE 99TH STREET
MIAMI SHORES, FL 33138
COMPANY
I
D
COVERAGES
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF
SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
CO
LT R
TYPE OF INSURANCE
POLICY NUMBER
POLICY EFFECTIVE
DATE (MM /DDIYY)
POLICY EXPIRATION
DATE (MMIDDIYY)
COVERED PROPERTY
LIMITS
X PROPERTY
1465103
02/07/2008
02/07/2009
X
BUILDING
$ 250,000
A
CAUSES OF LOSS
PERSONAL PROPERTY
$
X
BASIC
BUSINESS INCOME
$
BROAD
EXTRA EXPENSE
$
SPECIAL
BLANKET BUILDING
$
EARTHQUAKE
BLANKET PERS PROP
$
FLOOD
BLANKET BLDG & PP
$
X
PROPERTY INSURA
OTHER STRUCTURES
$
PERSONAL LIABILITY
$
INLAND MARINE
MEDICAL PAYMtNf
$
TYPE OF POLICY
$
CAUSES OF LOSS
$
NAMED PERILS
$
OTHER
CRIME
TYPE OF POLICY
$
$
BOILER & MACHINERY
$
$
OTHER
LOCATION OF PREMISES/DESCRIPTION OF PROPERTY
1 STORY, MASONRY CONSTRUCTED, 1 FAMILY DWELLING, OWNER OCCUPIED
LOCATED AT ABOVE INSURED'S MAILING ADDRESS: 253 NE 99TH ST., MIAMI SHORES, FL 33138
SPECIAL CONDITIONS /OTHER COVERAGES
CERTIFICATE HOLDER IS GOVERNING MUNICIPALITY FOR ISSUANCE OF CONSTRUCTION WORK PERMIT FOR
ROOF REPLACEMENT ON SUBJECT DWELLING BY ISSAC'S ROOFING AND INSULATION CORP.
CERTIFICATE HOLDER CANCELLATION,
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE
VILLAGE OF MIAMI SHORES FL
'
EXPIRATION
AYS
DATE THEREOF, THE
ISSUING COMPANY WILL ENDEAVOR TO MAIL
10050 NE 2ND AVENUE
TOR MAIL SUCH NOTICE
SHALT IMPOSE NO LOBLIGATION ORTLIABILITY
BUT FAILURE
MIAMI SHORES, FL 33138
OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES.
AUTHORIZED REPRESENTATIVE
I
Mark S Hoerber - MARK S HOERBER
.ACORN 24 41/95y . c,ACORD CORPORATION 1995 ';
Wridati SlOted `Uia,aye ?dy V eftan6s
10050 NE 2nd Ave * Miami Shores, F133138
Phone 305. 795.2204; Fax 305-756-8972
OWNERS'S AFFIDAVIT OF EXEMPTION
ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -
BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES
PERSUANT TO SECTION 553.844 F.S.
To: Miami Shores Village Building Department
10050 NE 2nd Ave
Miami Shores, Fl 33138
Re: Owner's Name:
Property Address:
Roofing Permit Number:
\E S G -L
253 tJ q q, s r.
Date: 2 '��"
Dear Building Official:
I 16M g CSAC't"; certify that 1 am not required to retrofit the roof to wall
connections of my building because:
?-(fThe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please
attach proof of ad valorem taxation.
❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or
with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC)
Signature
State of Florida
County of Dade
Print Name
The undersigned, being the first duly sworn, deposes and says that he /she is the �Q ar the above
property mentioned.
Sworn to and subscribed before me this
Notary Public. Sate of Florida at Lar
Pdnen
The lust !ah.iation of the structure for- purpose r
day of ' .t
rkC nor a 1994 SFBC
NOTARY PUBLIC•STATE OF FLORIDA
S. I, Castellanos
Commission #DD362874
axati on is equal to or more titian - 3300.000.00. and the h
sEttiregtroble 44} 2008
n,
I, .r r�� ' 0,. r /4dt'tfconding Co" Inc.
i �.i a ; must :ern ,i, .e • a bui c -, a;7t�, c, ;ion ' �, r� ne al Co l;o��t. �cr'. for the ..era r Wall peneC.�O SR�i�
HIPH-VELOCITY HURRICANE ZONES
Ficktida Building Cstide 2004 .
ilittfAietatIty lifirric01pne UnIforn PerrAtifplicatirr*onri.
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ROortritTEDA INFORMATiON
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F.. Code:Etta* s':20)34
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ePtiO F1 :49friAloPe:4011a0pilj
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AndheriBia&Shett*Isio,ePly(s): .c..4
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fitasegftsulatiooFmatenet/I3andtagAt rah
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FLORIDA BUILDING CODE — RESIDENTIAL
s, pc:: Lapil.Rows. • -Z
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t:10514,0, Etc. • . • •
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.lielgftt of Bs g .01ashing,. Cereppner.lt DWeridl,' • • •
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Height
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HIGH-VELOCITY HURRICANE ZONES
Florida .Building Co, lgt EstitIon 2004.
fliuti'Velo.dty Hurricane Zayre Uriiform PerrpitOptation:Fonrt:
!action 0 18%013 Sloped RaorSystefol
Roof Systein Manufacturer RCA V)4c, QS -P.--t-1-, cc S
Product Approval Number: O. lot3„ok
Iiiiirtirnurn Dean Wind Prossures, if Applicable (rkont RASI.21 Or Aoleulatiotia).
P.t: 5 P2: (115A P3i q S .t , :„•.: ..
Maximum Design Pressure
Product Approval Specific System: In Lo . C'--3-
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sulation: •
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Fee ner Tye .84 iSsOdeinif:
AdhosivesType:
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•ype Cap Sheet:
Ropf. ggeyertrig:
Type.4 Size Drip
ctge!
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HIGH-VELOCITY HURRICANE ZONES
• . • ••
Florida Building Coda:Edition 2004
Hioh Vel9aityl-furricano:ZonatirdfOrm-Pecrnit-rApplicatioqForrn.
Section E (TqwCaicutatiprisi •
Formament bass stem, choose either Method 1 or 2, Compared the:values
for Movith the values' front Mr. Utile Mr values are greater than or-equal to theMr
values, for eacIlyarea ofthe,rod4liten the tileattachment method is *acceptable.
Method 1 "Difogaeut BaseS Tile Caleulationaet RAS 121"
1-• 0 70. )- M LO og Product Approval
x2. 1 2.7-31!)— NI,: 5 12- Product Approval
(I); •5 -m47178. 2-ProductApproval
ke0:06
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value s far.Fr,jf the:." values ,are,greater.
area sof the..reof,:themthc;:tilwattachmeut,
MethOdT"Upliff Dime
• 1:- x ) -
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nt ,ed..thervalot*Ttor kg withAhe
ualeto. the Fr -Values, for eAch
ceptable.
na:Pef ur-
Product Approval
Product Approval
1— Product Approval
F.
•
• •
•
• •
•
• •
• •
FLORIDA BUILDING CODE — RESIDENTIAL
•
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•
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Itecullted tviontent RP.4 • lance,
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F
Product Approval
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- :Calculated
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TiltDimenstunt
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w=,4111111
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FLORIDA BUILDING CODE — RESIDENTIAL
•
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•
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•
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SECTION R4402.13
HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION
FOR ROOFING CONSIDERATIONS
R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner
with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section
R4402 govern the minimum requirements and standards of the industry for roofing system installations.
Additionally, the following items should be addressed as part of the agreement between the owner ant the
contractor. The owner's initial in the designated space indicates that the item has been explained.
. \ � ® Aesthetics- Workmanship: the workmanship provisions of Section R4402 are
for th .urpose of providing that the roof system meets the wind resistance and water
instruction performance standards. Aesthetics (appearance) are not a consideration with
respect to workmanship provisions. Aesthetic issues such as color or architectural
appearance, that are not part of a zoning code, should be addressed as p art of the a xee• e�zt
g ..�
between the owner and the contractor. • • • • • • •
Renailing wood decks: When replacing roofing, the existhg M WAod roof deck •
•
e to be renailed in accordance with the currant provisions of Cie tiOE AAn7 •/ L•. •
m
roof deck is usually concealed prior to removing the existing roof . system).•.. •
• • •
.. ..
.. •
- Common roofs: Common roofs are those which have no viai"•delineati
.•
•
on
b� neighboring units (i.e., townhouses, condominiums, etc.) In buidingts with••••••
common roofs, the roofing contractor and/or owner should notify the occttpdnfs of adda cent • •
units of roofing to be performed. • • •
■
• Exposed Ceiling: Exposed, open beam ceilings are where the underside of the
rod 'A king can be viewed from below. The owner may wish to maintain the architectural
appearance; therefore, roofing nail penetration of the underside of the decking may not be
acceptable. The provides the option of maintaining the appearance.
5. " " Ponding water: The current roof system and/or deck of the building may not
drain 11 and may cause water to pond (accumulate) in low -lying areas of the roof.
Ponding can be an indication of struct"- . distress and may require the review of a
professional structural engineer. Ponding may shorten the life expectancy and performance
of the new roofing system. Ponding conditions may not be evident until the original roofing
system is removed. Ponding conditions should be corrected.
Overflow scuppers (wall outlets): It is required that rainwater flow off so that
th° r71 is not overloaded from a buildup of water. Perimeter /edge wall or other roof
extension may block this discharge if overflow scuppers (wall outlets) are not provided. It
may be necessary to install overflow scuppers in accordance with the requirements of
Sections R4402, R4403 and R4413.
7. - ' Ventilation: Most roof structures should have some ability to vent natural
air
OA through the interior of the structure assembly (the building itself). The existing
amoun of attic ventilation shall not be reduced. It may be beneficial to consider additional
venting which can result in extending the service life of the roof
a 7 -7 op
Own g. is ignature ate
Contractor Signature
Date
MIA MMADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Acabados Rusticos S.A.
Plaza Colinial, Modulo #5
Managua, Nicaragua
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Division and acc,Wed
by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed try
the Authority Having Jurisdiction (AHJ). • • • •
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County'Pteoduct Control•
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County)nie�t ' the rigk fig •
have this product or material tested for quality assurance purposes. If this product or material I'M perfcw in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ mgy i llediately ' •
revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA teiserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division ti'iat this p atleeb Qr
material fails to meet the requirements of the applicable building code. ••••
• • • •
•• • • •• •
This product is approved as described herein, and has been designed to comply with the Florida Building were? •
Including the High Velocity Hurricane Zone.
DESCRIPTION: Old Havana Clay Roof Tile
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This consists of pages 1 through 4.
The submitted documentation was reviewed by Frank Zuloaga, RRC
NOA No.: 04-1013.01
Expiration Date:11/24/09
Approval Date:11/24/04
Page 1 of 4
ROOFING ASSEMBLY APPROVAL
Category: Roofing
Sub - Category:
Material:
Roofing Tiles
Clay
1. SCOPE
This new roofing system using Old Havana Clay Roof Tile, as manufactured by Acabados
Rusticos S.A., and described in Section 2 of this Notice of Acceptance. For locations where the
pressure requirements, as determined by applicable Building Code does not exceed the design
pressure values obtained by calculations in compliance with RAS 127 using the values listed i•ll •
section 4 herein. The attachment calculations shall be done as a moment based system...
2. PRODUCT DESCRIPTION
Manufactured by
Applicant Dimensions
Test
Specifications
Old Havana Clay 1= 17.8 " TAS 112
Barrel Tile w = 8.5"
5/8" thick nominal
2.1 SUBMITTED EVIDENCE:
Test Agency
IBA Consultants, Inc.
IBA Consultants, Inc..
Test Identifier
3084 -2
3084 -3
• • •
• •
•• • •• •
Product
Description•••••
• • •
• • • •
•
• •
High profile, two-piece, clay./.2;11h for • •
adhesive set applications wit mpkimum 3- •
inch headlap. • • •
•
Test Name/Report
ASTM C 1167
TAS 101
• •
• • •
•• •
••••
• •
•• •
• • •
•• •
Date
02/06/04
05/18/04
NOA No.: 04- 1013.01
Expiration Date:11/24/09
Approval Date:11/24/04
Page 2 of 4
3, LIMITATIONS
3.1 Fire classification is not part of this acceptance.
3.2 For adhesive set tile applications, a static field uplift test may be required in accordance with
TAS 106, see applicable building code for requirements.
3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform
quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to
the Building Code Compliance Office for review.
3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications
Standards listed section 4.1 herein.
3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope
unless stated otherwise by the underlayment material manufacturers published literature. ••••
3.6 This acceptance is for wood deck applications. Minimum deck requirerents•shall b'e.in.'
compliance with applicable building code. • • • •
3.7 All products listed herein shall have a quality assurance audit in aecnrdancfa with h Florirda, • `
Building Code and Rule 9B -72 of the Florida Administrative Code.
4. INSTALLATION
• • •
.•.•
•
••••
• •
4.1 Old Havana Clay Roof Tile and its components shall be installed in strict ttIrtpltance �t+ttb•
Roofing Application Standard RAS 120. • • • • • •
4.2 Data For Attachment Calculations
• •
• •
•
Table 1:
Average Weight (W) and Dimensions (I x w) • .'. • "'
Tile Profile
Weight -W (Ibf)
Length -I ( f t )
Width -w ( f t ) I '
Barrel Tile
7.5
1.48
0.71
Table 3: Restoring Moments due to Gravity - Mq (ft-1bf)
Tile
Profile
Table 2: Aerodynamic Multipliers - X (ft3)
4 ":12"
Tile
6 ":12"
X (ft3)
Barrel Tile
Profile
5.00
Direct Deck Application
Barrel Tile
4.30
0.240
Table 3: Restoring Moments due to Gravity - Mq (ft-1bf)
Tile
Profile
3 ":12"
4 ":12"
5 ":12"
6 ":12"
7 ":12" or
greater
Barrel Tile
5.14
5.00
4.82
4.59
4.30
Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf)
for Single Patty Adhesive Set Systems
Tile
Profile
Tile Application
Minimum Attachment
Resistance
Barrel Tile
Polyfoam PolyProTM
106.67 (Clay tile)'
1 Place 44.2 grams per pan and 44.2 grams per cap of PolyProTM.
NOA No.: 04- 1013.01
Expiration Date:11/24/09
Approval Date:11/24 /04
Page 3 of 4
•'
•
•
•
5. LABELING
All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or
following statement: "Miami -Dade County Product Control Approved ".
6. BUILDING PERMIT REQUIREMENTS
6.1 Application for building permit shall be accompanied by copies of the following:
6.1.1 This Notice of Acceptance.
6.1.2 Any other documents required by the Building Official or applicable building
code in order to properly evaluate the installation of this system.
PROFILE DRAWINGS
....
• •
• • ••••
• • •
•
•• • •• • •
• • • • • •
•.•• • ••
•
.. •
• •
• •
••••
OLD HAVANA CLAY ROOF TILE
END .OF THIS ACCEPTANCE
• • •
••••
•.••
• •
• •
•• • .• • •
• •• •
NOA No.: 04- 1013.01
Expiration Date:11124/09
Approval Date:11/24/04
Page 4 of 4
•
.•
•
•
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Polyfoam Products, Inc.
11715 Boudreaux Road
Tomball, TX 77375
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Pr 4uct
Review Committee to be used in Miami Dade County and other areas where allowed by the dkuthprity Haim •
Jurisdiction (AHJ). • • •
This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami DadciCeanty) and/8r the
AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested fgeel7Slity
assurance purposes. If this product or material fails to perform in the accepted manner, the matkettcturer wt114rkcur
the expense of such testing and the AHJ may immediately revoke, modify, or suspend the 8f such prociuctMor
material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is'dete'rfnined by BCCO
that this product or material fails to meet the requirements of the applicable building code. •
This product is approved as described herein, and has been designed to comply with the High,: elocity Hurn ianse
Zone of the Florida Building Code. • • • DESCRIPTION: Polypro® Aft160
•• •
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be causc for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7
The submitted documentation was reviewed by JSrge L. Acebo.
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 1 of 7
ROOFING ASSEMBLY APPROVAL:
Category:
Sub Category:
Materials:
Roofing
Roof tile adhesive
Polyurethane
SCOPE:
This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2
of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by
applicable building code, does not exceed the design pressure values obtained by calculations in
compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high
profile roof tiles system using Polypro® All 160. Where the attachment calculations are done as a
moment based system for single patty placement, and as an uplift based system for double patty systerris • •
•
PRODUCTS MANUFACTURED BY APPLICANT: • "• • • • • • • • •
•
Product
Dimensions
Polypro® AH160 N/A
Foampro® RTF 1000 N/A
ProPack® 30 & 100 N/A
Test
Specifications
TAS 101
•
Product DescrIPIS '
••••
••••
• •
••••
Two component polyuretri �foam . •
adhesive • • • • . •
Dispensing Equipment •
Dispensing Equipment
• . •
•. •
PRODUCTS MANUFACTURED BY OTHERS:
Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which
list moment resistance values with the use of Polypro AH160 roof tile adhesive.
PHYSICAL PROPERTIES:
Property
Density
Compressive Strength
Tensile Strength
Water Absorption
Moisture Vapor Transmission
Dimensional Stability
Closed Cell Content
Test
ASTM D 1622
ASTM D 1621
ASTM D 1623
ASTM D 2127
ASTM E 96
ASTM D 2126
ASTM D 2856
Results
1.6 lbs. /ft.3
18 PSI Parallel to rise
12 PSI Perpendicular to rise
28 PSI Parallel to rise
0.08 Lbs. /Ft2
3.1 Perm / Inch
+0.07% Volume Change @ -40° F., 2 weeks
+6.0% Volume Change @158 °F., 100%
Humidity, 2 weeks
86%
•
• •
••• •
• • •
• • •
•. • •
Note: The physical properties listed above are presented as typical average values as determined
by accepted ASTM test methods and are subject to normal manufacturing variation.
NOA No.: 06-0201.02
Expiration Date: 05 /10/11
Approval Date: 04/13/06
Page 2 of 7
EVIDENCE SUBMITTED:
Test Agency
Center for Applied Engineering
Miles Laboratories
Polymers Division
Ramtech Laboratories, Inc.
Southwest Research Institute
Trinity Engineering
Celotex Corp. Testing Services
LIMITATIONS:
1.
Test Identifier
#94 -060
257818 -1PA
25- 7438 -3
25- 7438 -4
25- 7438 -7
25 -7492
NB -589 -631
Test Name /Report
TAS 101
TAS 101
SSTD 11 -93
SSTD 11 -93
SSTD 11 -93
ASTM D 1623
9637 -92 ASTM E 108
01 -6743 -011
01 -6739-062b[ 1 ]
7050.02.96 -1
528454 -2 -1
528454 -9 -1
528454 -10 -1
520109 -1
520109 -2
520109 -3
520109 -6
520109 -7
520191 -1
520109 -2 -1
ASTM E 108
ASTM E 84
TAS 114 .••003,14/96 • "" •
•••• ••••
Date
04/08/94
12/16/96
10/25/95
11/02/95
12/12/95
02/01/94
••••
. 04/30/93 ' ....
• • •
•• •
•• •
... W46/94 • • • • •
• • 41•/4 6/95
•
•
TAS 101
TAS 101
TAS 101
"9t 23/98 • "• :
•• •• ••
•
• • •
• • ••.•
12/x8/98 •••••
•
• • •
•• • •• •
• •
03/02/99
Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire
rating.
•• •
2. Polypro® AI-1160 shall solely be used with flat, low, & high tile profiles.
3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120.
4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH 160 roof tile adhesive with
their tile assemblies shall test in accordance with TAS 101.
5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with
their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein.
F
2:
F'=
MS
W
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 3 of 7
INSTALLATION:
1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift
resistance values with the use of Polypro® AH160.
2. Polypro® AH160 shall be applied in compliance with the Component Application section and the
corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with
the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift
based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade
County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof
tile assembly NOA
3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with
Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polyproo A1-1160 Operating
Instruction and Maintenance Booklet.
4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed b' Polyfaaan• •
Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators Olaf authority: • • • •
having jurisdiction. • •
• 5. Calibration of the Foampro® dispensing equipment is required before application a f•Nhy'aihesive.
The mix ratio between the "A" component and the "B" component shall be maintahlenetween 1. "' •
1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per't'l"e as • • • •
determined at calibration. No other settings shall be approved. • • ' "• •
6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 ii • s'n • •
equipment only. .: •�: g •
• • •
7. Polypro® AH160 shall not be exposed • • •' "• •
8. Tiles must be adhered in f r e s h l y applied adhesive. permanently to
must be set within 2 to 3 m i n i i •s ' a f f e r • • • • •
Polypro® AH 160 has been dispensed. • • • • 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement
Details' herein. Each generic tile profile requires the specific placement noted herein.
Table 1: Adhesive Placement For Each Generic Tile Profile
Tile Profile
Flat, Low, High Profiles
Placement
Detail
High Profile (2 Piece
Barrel)
Flat, Low, High Profiles
Flat, Low, High Profiles
#1
#1
Single Paddy
Weight Min.
(grains)
35
Two Paddy Weight
per paddy Min.
(grams)
N/A
#2
17 /side on cap and
34 /pan
24
N/A
#3
N/A
8
LABELING:
All Polypro® AH160 containers shall comply with the Standard Conditions listed herein.
BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or applicable building code in order to properly evaluate the
installation of this system.
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04/13/06
Page 4 of 7
•
•
•
••••••
• •
• •
• •
•
• •
•
•
•
•
ADHESIVE PLACEMENT DETAIL 1
SINGLE PATTY
Paddy (Beneath Tile)
Eave Course
Eave course only:
Keep adhesive approx.
4 in, up from weepholes
1) Place enough adhesive to achieve 17 to 23
square inches hi contact with the pan file
2) Tum covers upside down. Place adhesive 112 In.
To 1 in. From outside edge of cover tile.
Then install the tile.
Underlayment
•
•••
••••
•
•e •
• • •
Fascia• ••
We*le •
javectosure • • • • •
edge •••• •
e•• •
• •
Optional bon for • • • • • • • r
steep pitch appik • .fir‘through plastic cen nt
• • •
• • ••••
• •
• ••••
• •
•• •
• • •
•• •
Remov
top portion
of the eave
course cover die.
Abut to second course of
pan tiles. Ensure eave end of
pan and cover tiles are
flush at eave the.
Eave closure
(mortar shown)
Weephoie Fascia Bo
Sheathing
Optional
PoInt.up Mortar
on hongNudtroi
edges of tile
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04 /13/06
Page 5 of 7
•
•
•
• •
•..•.•
• •
• •
•
• •
•
•
•
ADHESIVE PLACEMENT DETAIL 2
SINGLE PATTY
Nall through plastic cement
1.1**
NISS4S;06„1116'
in.
•
facia
NN.
• •Ea�ve closure
Underlayment
7 in.
Paddy (Beneath He)
Nail through plastic cement
Eave Course
Paddy (Beneath The)
Underlayment
.41n.
Eave Closure
Eave Course
Fascia
• •
•
•••• • i�
•
r•.... •
•••• ••••
• • • •
••• ••••
••• •
• • • •
•• •• ••
•
• • •
• • • •••• •
• • •••• • •
• • •
•• • •• • •
• • •
••
•
• •
• •
• •
•
•
•
NOA No.: 06- 0201.02
Expiration Date: 05 /10/11
Approval Date: 04/13/06
Page 6 of 7
ADHESIVE PLACEMENT DETAIL 3
DOUBLE PAT'T'Y
Nail through plastic cement
Paddy
(between tile)
Paddy
(under tile)
x3in.
Single paddy on
under -
layment
Single paddy
under tile
Single paddy
on top of tile
Eave course
2 in. X 7 in. medium
size paddy eave
Fascia course only
Nail through plastic cement
Underlayment
Single
paddy on
under -
layment
Single paddy under tile
Single paddy between tile
2In. x 7 in. medium
size paddy eave
course only
3 in.x 3 in.
d in.
Single paddy
on top of tile
Eave
Course
•
Fascia
•
• • rhbep�oN
Eeve elesure
• 1511P g44
Nail through plastic cement
Single paddy
between tile
1�e' x3in.
Single paddy
on underlayment
Single paddy
on top of file
Eave Course
Eave Closure
2 In. x 71n. medium
Fascisize paddy eave course only
a
END OF THIS ACCEPTANCE
••••
• •
.•.•
• •
.• ••
•
••••
• •
.•••
••. •
• •
••
•
•
•
•
• •
•
• •
• • • •
• • ••••
• •
• • •••• • •
• • •
•• • •• • • •
• • •
•• •
NOA No.: 06- 0201.02
Expiration Date: 05/10/11
Approval Date: 04 /13/06
Page 7 of 7
M1AMIDADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
GAF Material Corporation
1361 Alps Road
Wayne, NJ 07470
MIAMI-DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product
Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having
Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that thiseheduct or
material fails to meet the requirements of the applicable building code. : • • ••••
This product is approved as described herein, and has been designed to comply with the Hi f'Viocity Hurtieane
Zone of the Florida Building Code.
•
•••• ••••
DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Deck. •
••• •
• • • •
LABELING: Fach unit shall bear a permanent label with the manufacturer's name or logd, city, state and • •
following statement: "Miami -Dade County Product Control Approved ", unless otherwise uteri/: rein. • • • •
• RENEWAL of this NOA shall be considered after a renewal application has been filed and slier: has been no
change in the applicable building code negatively affecting • the performance of this product. • • • • • •
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA #02- 0408.09 and consists of pages 1 through 21.
The submitted documentation was reviewed by Frank Zuloaga, RRC
NOA No: 03-0501.05
Expiration Date: 11/04/08
Approval Date:10/23 /03
Page 1of21
ROOFING SYSTEM APPROVAL
Category:
Sub - Category:
Deck Type:
Maximum Design Pressure
Fire Classification:
Roofing
BUR
Wood
-75 psf
See General Limitation #1
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Product
GAF Asphalt Concrete
Primer (MatrixTM 307
Primer)
GAF Mineral Shield®
Granules
GAF WeatherCoat®
Emulsion (MatrixTM
Fibered 305 Emulsion)
GAF Premium Fibered
Aluminum Roof Coating
(MatrixTM System Pro
Aluminum Roof Coating
Fibered 301)
GAF Jetblack All
Weather Plastic Cement
(MatrixTM Standard
Wet/Dry Roof Cement
204)
RUBEROID® Modified
Bitumen Flashing
Cement
Jetblack Premium
Flashing Cement
GAFGLAS® #75
GAFGLAS #80 Ultima
Base Sheet
GAFGLAS Flex PIyTM 6
Dimensions
5, 55 gallons
601b. bags
5 gallons
1, 5 gallons
1, 5 gallons
5 gallons
5 gallons
39.37" (1 meter)
wide
39.37" (1 meter)
wide
39.37" (1 meter)
wide
Test
Specification
ASTM D 41
ASTM D 1863
ASTM 1227
ASTM D 2824
Product
Description
Asphalt concrete primer used to promote
adhesion of asphalt in built -up roofing.
Granules for surfacing of exposed asphalt,
cold process cement or emulsion. GAF
Mineral Shield® Granules shall be used for
flashing applications only• • . "" •
••••
• • •
Surface coating for smoothsurf1.ced relo%.
• ••
•••• ••••
Fibered aluminum coatln• • • • • • ...
•
• •
•• ••
••• •
• •
• •
•
• • • •
• • ••••
• • '••••' •
ASTM D 3019 Refined asphalt blended with a tnineraj • • , • .
ASTM D 3409 stabilizer and fibers. Permits adhesion fd
wet and dry surfaces.
ASTM D 4586
ASTM D 4586
ASTM D 4601
ASTM D4601
ASTM D 2178
Fiber reinforced, polymer modified Flashing
cement
Asphalt flashing Cement
Asphalt impregnated and coated glass mat
base sheet.
Asphalt impregnated and coated, fiberglass
base sheet
Type VI asphalt impregnated glass felt with
asphalt coating.
NOA No: 03-0501.05
Expiration Date: 11/04/08
Approval Date:10/23 /03
Page 2 of 21
••'
•
• •
• •
• •
• •
• •
Product
GAFGLAS Ply 4®
GAFGLAS® Mineral
Surfaced Cap Sheet
GAFGLAS®
STRATAVENT®
Eliminator Perforated
GAFGLAS® Flashing
GAFGLAS®
STRATAVENT
Eliminator Perforated
Nailable
RUBEROID® SBS Heat -
We1dTM Smooth
RUBEROID® SBS Heat -
WeIdTM Granule
RUBEROID® SBS Heat -
We1dTM 170 FR
RUBEROID® SBS Heat -
We1dTM PLUS
RUBEROID® SBS Heat -
Weld PLUS FR
RUBEROID® SBS Heat -
WeIdTM 25
RUBEROID Modified
Base Sheet
Ruberoid
Dimensions
39.37" (1 meter)
wide
39.37" (1 meter)
wide
39.37' (1 meter)
wide
Various
39.37" (1 meter)
wide
1 meter (39.37 ")
wide
1 meter (39.37 ")
wide
1 meter (39.37 ")
wide
1 meter (39.37 ")
wide
1 meter (39.37 ")
wide
1 meter (39.37 ")
wide
39.37" (1 meter)
wide
20 39.37" (1 meter)
wide
Ruberoid® Mop Granule
39.37" (1 meter)
wide
Test
Specification
ASTM D 2178
ASTM D 3909
ASTM D 4897
D 3672
ASTM D 4897
D 3672
ASTM D-6164
ASTM D-6164
ASTM D-6164
ASTM D -6164
ASTM D -6164
ASTM D-6164
ASTM D4601,
Type II, UL
Type G2 BUR
ASTM D 6163
ASTM D 5147
ASTM D 6222
ASTM D 5147
Product
Description
Type W asphalt impregnated glass felt with
asphalt coating.
Asphalt coated, glass fiber mat cap sheet
surfaced with mineral granules.
Fiberglass base sheet impregnated and
coated on both sides with asphalt. Surfaced
on the bottom side with mineral granules
embedded in asphaltic coating with factory
perforations.
Asphalt coated glass fiber mat flashing sheet
available in three sizes.
Fiberglass base sheet impregnated and
coated on both sides with asphalt. Surfaced
on the bottom side with mineral granules
embedded in asphaltic coating.
Non -Woven Polyester mat coated with
polymer- modified asphalt and smooth
surfaced. ....
Non -Woven Polyester mot cga�tgd with • • • • •
polymer modified asphalt'aild shrface4' itti.
mineral granules. • • • •
•
Non -Woven Polyester mat coated. with Fire •
retardant polymer modifiglAsppalt •
surfaced with mineral grades'
•.
..
Non -Woven Polyester mat•aaatad with •
polymer modified asphalt and Arfacel with •
mineral granules. • • • • ••••
Non -Woven Polyester matdoat8d with fie .
retardant polymer modified asphalt and
surfaced with mineral granules.
Non -Woven Polyester mat coated with
polymer- modified asphalt and smooth
surfaced.
Premium glass fiber reinforced SBS -
modified base sheet
SBS modified asphalt base sheet and
interply sheet reinforce with a glass fiber
mat
Non -woven polyester mat coated with
polymer modified asphalt and surfaced with
mineral granules.
NOA No: 03. 0501.05
Expiration Date: 11/04/08
Approval Date:10/23 /03
Page 3 of 21
Product
Ruberoid® Mop Plus
(Granule)
RUBEROID MOP
Smooth
RUBEROID® MOP
170FR
RUBEROID® MOP FR
RUBEROID® TORCH
Smooth
RUBEROID® TORCH
Granule
RUBEROID® TORCH
PLUS (Granule)
RUBEROID® TORCH
FR
RUBEROID 170FR
TORCH
RUBEROID® 30
RUBEROID® 30 FR
RUBEROID
ULTRACLAD® SBS
RUBEROID® Dual FR
Dimensions
39.37" (1 meter)
wide
39.37" (1 meter)
wide
39.37" (1 meter)
wide
39.37" (1 meter)
wide
39.37" (1 meter)
wide
39.37" (1 meter)
wide
39.37" (1 meter)
wide
39.37" (1 meter)
wide
39.37" (1 meter)
Wide
39.37" (1 meter)
wide
39.37' (1 meter)
wide
39.37" (1 meter)
wide
39.37" (1 meter)
Wide
Test
Specification
ASTM D 6222
ASTM D 5147
ASTM D 6164
ASTM D 5147
ASTM D 6164
ASTM D 5147
ASTM D 6164
ASTM D 5147
ASTM D 5147
ASTM D 5147
ASTM D 6222
ASTM D 5147
ASTM D 6222
ASTM D 5147
ASTM D 6222
ASTM D 5147
ASTM D 6163
ASTM D 5147
ASTM D 6163
ASTM D 5147
ASTM D 6298
ASTM D 5147
ASTM D 6164
ASTM D 5147
Product
Description
Non -woven polyester mat coated with
polymer modified asphalt and surfaced with
mineral granules.
Non -woven polyester mat coated with
polymer- modified asphalt and smooth
surfaced.
Non -Woven polyester mat coated with fire
retardant polymer modified asphalt and
surfaced with mineral granules.
Non -Woven polyester mat coated with fire
retardant polymer modified asphalt and
surfaced with mineral granules.
Heavy duty, polyester reinforced, asphalt
modified bitumen r(iembrane, smooth
surface.
Asphalt impregnated, coated felt, surfaced
with mineral granule.
• •
••••
Heavy duty, polyester reinTorcefi, aspljglt •.
modified bitumen membra•ne„ leanule • • •
surface •••• •
Heavy duty, polyester reidlf &fckd, coated.• • •
with fire retardant asphalt lied bitumen:
membrane, granule surface. •
Heavy duty, polyester reihforcetl, coati • •
with fire retardant asphalt modified biti4i'heti
membrane, granule surfaced • • :. • •
Non -woven fiberglass mat coated with
polymer modified asphalt and surfaced with
mineral granules.
Non -woven fiberglass mat coated with fire
retardant polymer modified asphalt and
surfaced with mineral granules.
Woven fiberglass mat coated with Polymer
modified asphalt and surfaced with
aluminum, copper or stsRinless steel foil.
Non -woven polyester and fiberglass mat
coated with file retardant, polymer modified
asphalt and surfaced with mineral granules.
NOA No: 03- 0501.05
Expiration Date: 11/04/08
Approval Date:10/23/03
Page 4 of 21
Product
Vent Stacks (metal and
plastic)
GAF Aluminum
Emulsion
GAF Aluminum Roof
Paint (Matrix® System
Pro Aluminum Roof
Coating Fibered 302)
GAF Built -Up Roofing
Asphalt
RUBEROID MOD
Asphalt, Asphalt L &
Asphalt P
Tile -Mate Base Sheet
Tile -Mate Cap Sheet
Test
Dimensions Specification
PA 100(A)
ASTM D 1929
ASTM D 635
5 gallons None
5 gallons ASTM D2824,
Type I
100 lb. cartons,
bulk
601b. kegs
ASTM D312,
Types I, II, Ill
and IV
39.37" (1 meter) ASTM D4601
wide
39.37" (1 meter) ASTM D 3909
wide
Shingle- MateTM 4 sq. roll
Underlayment 30 lbs.
TopCoat® Surface Seal 5 gallons
SB (Matrix 602 SB
Coating)
GAF WeatherCote® 5 gallons
MB+(Matrix 715 MB
Coating)
TopCoat MB+(Matrix 5 gallons
715 MB Coating)
WeatherCoteTM (Matrix 5 gallons
531 WeatherCote®
Elastomeric Flashing
Grade)
Matrix Low VOC 5 gallons
5 gallons
Matrix 101 System Pro
SBS Adhesive
(Ruberoid ®MB) Matrix
201 System Pro SBS
Flashing
(Ruberoid ®MB) Matrix
102 Select SBS
Adhesive
ASTM D3019
5 gallons ASTM D3019
5 gallons ASTM D3019
Product
Description
One way valve vent used to relieve built -up
pressure within the roof system. GAF Vent
Stacks are available in metal or plastic.
Mineral colloidal bituminous emulsion with
reflective aluminum flakes
Non - fibered aluminum pigmented, asphalt
roof coating
Interply mopping and surfacing asphalt
SEBS modified asphalt
Asphalt impregnated and coated, fiberglass
base sheet
• .••
•
• Asphalt coated, glass fiber • cap shit •, •
surfaced with mineral grannies.. : •..'
Fiberglass reinforced shingl underlaynw t.
• •
•••• ••••
Surface coating for smooth swfeeed aid. •
mineral surfaced roofs. • • • • • •
• • •
Surface coating for smooth surfaced and '''. • • mineral surfaced roofs. • • •
•• • •
•• .
• • •
•• •
Surface coating for smooth surfaced and
mineral surfaced roofs.
Surface coating for smooth surfaced and
mineral surfaced roofs.
Surface coating for smooth surfaced and
mineral surfaced roofs.
Cold Applied Modified SEBS Asphalt
Adhesive
Cold Applied Modified SEBS Asphalt
Adhesive — Flashing Grade.
Cold Applied Modified SEBS Asphalt
Adhesive.
NOA No: 03- 0501.05
Expiration Date: 11/04/08
Approval Date:10 /23/03
Page 5 of 21
Product
(Ruberoid ®MB) Matrix
202 Select SBS Flashing
Matrix 203 Standard
Plastic Cement
Matrix 213 Gun Grade
Plastic Cement
Matrix 103 Cold
Adhesive
Matrix 303 Select
Fibered Aluminum
Matrix 304 Select Non -
Fibered
RUBEROID® Modified
Bitumen Adhesive
Test
Dimensions Specification
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
5 gallons
APPROVED INSULATIONS:
Product Name
GAFTEMP Isotherm R, RA, RN &
Composite, EnergyGuard RA
GAFTEMP® Composite A & N
(BMCA)GAFTEMP® Fiberboard
GAFTEMP® Permalite
GAFTEMP GAFCANTTM
GAFTEMP Permalite Recover Board
GAFTEMP GAFEDGETM Tapered
Edge Strip
(BMCA) GAFTEMP® High Density
Fiberboard
BMCA EnergyGuard, RA
BMCA Composite EnergyGuard, RA
PYROX
White Line
ASTM D4586
ASTM D4586
ASTM D4586
ASTM D3019
ASTM D 2824
ASTM D2824,
Type I
ASTM D 3019
Type III
TABLE 2
Product
Description
Cold Applied Modified SEBS Asphalt
Adhesive — Flashing Grade.
Standard Plastic Asphalt Roofing Cement
Standard Plastic Asphalt Roofing Cement
Caulk Grade.
Cold Applied Asphalt Adhesive.
Fibered aluminum coating.
Non- fibered aluminum pigmented, asphalt
roof coating.
Fiber reinforced, rubberized Adhesive
Product Description
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation with
high density fiberboard or Permalite
perlite insulation.
Fiberboard insulation.
Perlite insulation board.
Cut perlite board
Perlite recover board
Tapered perlite board
High density wood fiberboard insulation.
Polyisocynurate foam insulation
Polyisocynurate /wood fiberboard
composite
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Manufacturer••••
(With Cpent NOM* •
GAF'Nlatetials Cep. •
•
• .•
G plate 'a1s •
� .ri C;otp ".
.••• ••••
•••••• •••• •
• • • •
•• • •• ••
GAFiNIM.ttials Corp?
GAg Materials Corp. •'
GAF'1lilaterials Ckjg? •
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
BMCA
BMCA
Apache Products Co.
Apache Products Co.
NOA No: 03- 0501.05
Expiration Date: 11/04/08
Approval Date:10/23 /03
Page 6 of 21
. • •
•
• •
• •
• •
•
• •
APPROVED INSULATIONS:
Product Name
ACFoam I, lI & Composite
ISO 95+
ISO 95+ Composite
Wood Fiber
High Density Wood Fiberboard
Perlite Insulation
Dens Deck
EliRG'Y -2 & E'NRG'Y -2 PLUS,
UltraGard Gold
FiberGlass Roof Insulation
Structodek
Multi-Max & FA
Paroc Base Board
Paroc Cap Board
APPROVED FASTENERS:
Fastener
Number
Product
Name
TABLE 2
Product Description
Polyisocyanurate foam insulation
Polyisocyanurate foam insulation
Polyisocyanurate/perlite ridged
insulation
Wood fiber insulation board
Wood fiber insulation board
Perlite insulation board
Water resistant gypsum board
Polyisocyanurate foam insulation
Glass fiber/Mineral fiber insulation
Wood fiber insulation board
Polyisocyanurate roof insulation
Rockwool insulation
1. GAFT1TE® (Drill -Tec ®)
#12 Standard & #14 Heavy
Duty Roofmg Fastener
2. GAFTITEa (Drill -Tec ®)
ASAP
3. GA1.1'11'.Er® (Drill -Tec ®)
Base Sheet Fastener and
Plate
4. Galvalume Plates (Drill -
Tec® Metal)
5. Polypropylene Plates
(Drill -Tec® Plastic)
6. Dekfast Fasteners #12, #14
& #15
TABLE 3
Product
Description
Insulation fastener for .
steel, wood & concrete
decks.
Pre - assembled GAP1'1`1E
Fasteners and metal and
plastic plates.
Base sheet fastening
assembly.
Round galvalume stress
plates.
Round polypropylene
stress plates.
Insulation fastener for
wood, steel and concrete
decks
Dimensions
3" and 3 Yz"
3 " and 3%z"
Manufacturer
(With Current NOA)
Atlas Energy Products
Firestone Building
Products, Inc.
Firestone Building
Products, Inc.
generic
generic
generic
G -P Gypsum Corp.
Johns Manville
Johns Manville
• Masonite. ••••.•
• • .
•• •
..
• Inc • • •
• Pafitek, Inc. •
•••• • • • •
• • •
•
•••• ••••
••• •
• • • •
•• •• ••
•
• • •
Manufacturer::: •
(WrtiLeurrent WA,
GAF Materials C&p.' •
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
GAF Materials Corp.
Construction Fasteners
Inc.
NOA No: 03- 0501.05
Expiration Date: 11/04/08.
Approval Date :10/23/03
Page 7 of 21
APPROVED FASTENERS:
Fastener
Number
Product
Name
7. Dekfast Hex Plate
8. Dekfast Lock Plate
9. #12 Roofgrip Fasteners
10. Metal Plate
11. Gearlok Plastic Plate
12. Glasfast Fastener
13. Olympic Fastener #12 &
#14
14. Olympic Fastener ASAP
15. Olympic Polypropylene
16. Olympic G -2
17. Olympic Standard
18. Insul-Fixx Fastener
19. Insul -Fixx S Plate
20. Insul Fixx P Plate
21. Tru-Fast
22. Tru -Fast Plates
23. Tru -Fast Plates
TABLE 3
Product
Description
Galvalume hex stress
plate.
Polypropylene locking
plate.
Insulation fastener for
wood and steel.
GalvalBme stress plate.
Polypropylene round plate
Insulation fastener
assembly with recessed
plastic plate
Insulation fastener
Pre - assembled Insulation
fastener and plate
Polypropylene plastic
plate
3.5" round galvalume
AZ55 steel plate
3" round galvalume AZ50
steel plate
Insulation fastener for
steel and wood decks
3" round galvalume AZ50
steel plate
3" round polyethylene
stress plate
Insulation fastener for
steel and wood decks
3" round galvalume AZ55
steel plate
Polyethylene plastic plate
Manufacturer
Dimensions (With Current NOA)
2 7/8" x Construction Fasteners
31/x" Inc.
3" x 31 " Construction Fasteners
Inc.
1TW Buildex Corp.
3" round ITW Buildex Corp.
3" square
3.2" ITW Buildex Corp.
Johns Manville
3.25" round
3.5" round
3" round
3" round
3" round
3" round
3" round
Olympic Manufacturing
Group, Inc.
Olympic Manufacturing
Group, Inc.
114anufaeipg
'.Crfodp, Inc.. •
Olyrapi Manufacturing•
•'Pep, Inc. •
Olytyptolt nufagttdfi,
'Cxf&p, Inc. "' •
' 'S/ttadler • • •
.. .. •.
•
SFS /stadler • •,.
• &'S /ttadler .. •
• ..
.• •
The Tru -Fast Corp.
The Tru -Fast Corp.
The Tru-Fast Corp.
NOA No: 03- 0501.05
Expiration Date: 11/04/08
Approval Date:10/23 /03
Page 8 of 21
EVIDENCE SUBMITTED:
Test Agency
Factory Mutual Research Corp.
Factory Mutual Research Corp.
Factory Mutual Research Corp.
PRI Asphalt Technologies, Inc.
PRI Asphalt Technologies, Inc.
IRT of S. Fl.
IRT of S. Fl.
Test Identifier
FMRC 1996
d.I.2B8A4.AM
J.I.3B9Q1.AM
J.I.ODOA8.AM
J.I. OD1A8.AM
J.I. 0Y9Q5.AM
GAF -012 -02 -02
GAF -020-02 -01
02-005
02 -014
Description Date.
Current Insulation
Attachment Requirements
Wind Uplift
FMRC 44704
Wind Uplift
FMRC 4470 - PA 114
Physical Properties
ASTM D 4977
TAS 114
TAS 114
•
• • •
•• •
•
••••
• •
••••
• •
•• ••
• • •
• •
• •
• • •
•• •
01.01.96
07.02.97
01.08.98
07.09.99
07.29.94
04.01.98
11.06.01
02.01.02
01.18.02
03.22.02
••.
• •
••••
•• •
• • •
• ••
•
• • • •• •
••••
••• •
• •
••
•
••• •
• •
••••
•• •
• • •
•• •
NOA No: 03- 0501.05
Expiration Date: 11/04/08
Approval Date:10/23 /03
Page 9 of 21
Deck Type 1: Wood, Non - insulated
Deck Description: 19/32" or greater plywood or wood plank decks
System Type E (1): Base sheet mechanically fastened.
All General and System Limitations shall apply.
Base sheet: GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated
Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID
SBS Heat- We1dTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet
mechanically fastened to deck as described below;
Fastening Options: GAFGLAS® Ply 4 ®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or
any of above Base sheets attached to deck with approved annular ring shank
nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two
rows 12" o.c. in the field.
(Maximum Design Pressure —45 psf, See General Limitation #7)
GAFGLAS® Ply 4®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or
any of above Base sheets attached to deck with Drill-Tec (GAFTITE) #12 or
#14 Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The
other rows are equally spaced approximately 12" o.c. in the field of the shut.' • • .
(Maximum Design Pressure —45 psf, See General Limitation #Z) • • • • •
GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any or above Base . • • •
sheets attached to deck with approved annular ring shank nai>+sp„tjn caps at 3 •
fastener spacing of 9" o.c. at the 4" lap staggered and in two roma' o.c. in £1a .
field. (Maximum Design Pressure 52.5 psf, See General Launitaf$on #71. • • ••
GAFGLAS #75 Base Sheet or any of above Base sheets attached toeck with •
Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 12" de. iit•4 rows. One •
row is in the 2" side lap. The other rows are equally spaced atiWinnately 9" •
o.c. in the field of the sheet. ••••
Ply Sheet:
Cap Sheet
(Maximum Design Pressure —60 psf, See General Limitation# )•: • •••••
: •: •
Any of above Base sheets attached to deck approved annular ring shank natlg• • • •
and 3" inverted Drill -Tec (GAFI'ITE) insulation plates at a fastener spacing of
9" o.c. at the 4" lap staggered in two rows 9" in the field.
(Maximum Design Pressure —60 psf, See General Limitation #7)
GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with
Drill -Tec (GAFTITE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One
row is in the 2" side lap. The other rows are equally spaced approximately 9"
o.c. in the field of the sheet.
(Maximum Design Pressure —75 psf, See General Limitation #7)
One or more plies of GAFGLAS® PLY 4 ®, GAFGLAS® PLY 6® ply sheet,
#80 Ultima, RUBEROID MOP Smooth or RUBEROID 20 adhered in a full
mopping of approved asphalt applied within the EVT range and at a rate of 20-
40 lbs. /sq.
(Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet adhered in a
full mopping of approved asphalt applied within the EVT range and at a rate of
20-40 lbs. /sq.
NOA No: 03- 0501.05
Expiration Date: 11 /04/08
Approval Date:10/23 /03
Page 18 of 21
Surfacing:
Maximum Design
Pressure: See Fastening Above
(Required if no cap sheet is used) Install one of the following:
1. GAF Special Roofing Bitumen with an application rate of 20 lbs. /sq with an
application rate of 1.5 gal. /sq.; or GAF WEATHER COAT@ Emulsion
(Matrix 305 Fibered Emulsion) with an application rate of 3 gal. /sq.; or GAF
Premium Fibered Aluminum Roof Coating (Matrix System Pro Aluminum
Roof Coating Fibered 301) with an application rate of 1.5 gal. /sq.
2. Asphalt flood coat at an application rate of 60 lbs. /sq. ± 20 %; plus gravel or
slag with an application rate of 400 lbs. /sq. & 300 lbs. /sq., respectively.
3. Top Coat Surface Seal SB (Matrix 602 SB Coating), Top Coat MB Plus
(Matrix 715 MB Coating), GAF WeatherCote or WeatherCote LOW -VOC
applied at rate of 1 -1.5 gal/sq.
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NOA No: 03- 0501.05
Expiration Date: 11/04/08
Approval Date:10/23/03
rage 19 of 21
WOOD DECK SYSTEM LIMITATIONS:
1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or
anchor sheet.
2. Minimum 1 /a" Dens Deck or Y2 Type X gypsum board is acceptable to be installed directly over the
wood deck.
GENERAL LIMITATIONS:
1. Fire classification is not part of this acceptance, refer to a current Approved Roofmg Materials
Directory for fire ratings of this product.
2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with
Product Control Approval guidelines. All other layers shall be adhered in a full mopping of
approved asphalt applied within the EVT range and at a rate of 20- 40lbs.sq., or mechanically
attached using the fastening pattern of the top layer
3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved
asphalt, panel size shall be 4' x 4' maximum.
4. An overlay and/or recovery board insulation panel is required on all applications over closed cell
foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet
shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip
mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing
a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall, be
placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system skali e
be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limiter} to ft n►a4fi nn,
design pressure of -45 psf. •••••• • • •
•
5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Mgc'e ( ) value or
275 lbf., as tested in compliance with Testing Application Standard TAS 105. If tk ta�itener •
as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 0 O
6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane att8 ?fit is based•.;
on a minimum fastener resistance value in conjunction with the maximum design italetsJisted within
a specific system. Should the fastener resistance be less than that required, as detertminea by the.. •.. •
Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida peigistered, • • •
Engineer, Architect, or Registered Roof Consultant may be submitted Said revised'f'ltstdher spOLibe .
shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105'ifid.
calculations in compliance with Roofing Application Standard RAS 117.
7. Perimeter and comer areas shall comply with the enhanced uplift pressure requirements of these
areas. Fastener densities shall be increased for both insulation and base sheet as calculated in
compliance with Roofing Application Standard RAS 117. (When this limitation is specifically
referred within this NOA, General Limitation #9 will not be applicable.)
8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs
shall conform with Roofmg Application Standard RAS 111 and applicable wind load requirements.
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e.
field, perimeters, and comers). Neither rational analysis, nor extrapolation shall be permitted for
enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and comers).
(When this limitation is specifically referred within this NOA, General Limitation #7 will not
be applicable.)
10. All products listed herein shall have a quality assurance audit in accordance with the Florida
Building Code and Rule 9B -72 of the Florida Administrative Code.
END OF THIS ACCEPTANCE
NOA No: 03-0501.05
Expiration Date: 11/04/08
Approval Date:10/23 /03
Page 21 of 21
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